02 reglementari la 1000 Layou - R12.00 R12.00 R 12.00 R 12.00 R 12.00 R 12.00 R 12.00 R 12.00 R...

02 reglementari la 1000 Layou - R12.00 R12.00 R 12.00 R 12.00 R 12.00 R 12.00 R 12.00 R 12.00 R 12.00
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Transcript of 02 reglementari la 1000 Layou - R12.00 R12.00 R 12.00 R 12.00 R 12.00 R 12.00 R 12.00 R 12.00 R...

  • atelier

    REFERAT / EXPERTIZĂ NR. / DATA

    s. r. l. atelier CAAD

    SPECIFICAŢIE

    ŞEF PROIECT

    PROIECTAT

    DESENAT

    NUME

    NUME

    SEMNĂTURA

    SEMNĂTURA

    Scara:

    Data:

    :

    VERIFICATOR /

    EXPERT CERINŢA

    Planşa nr.

    Proiect nr.

    Faza

    Titlul planşei

    Titlul proiectului

    Beneficiar

    P.U.Z.

    x

    Plan Urbanistic Zonal - ZONA PENTRU SPAŢII COMERCIALE, DEPOZITARE SI SERVICII Calea Aradului DN69 km7

    101/2007 J35/2318/2004, C.U.I. 16677315, Timisoara, str. Eugeniu de Savoya,nr. 24, ap.7, tel.228717

    oct.2009

    S.C. HADASIM S.R.L., Timisoara, b-dul 16 dec. 1989, CUI 16756915 Calea Aradului DN69 km7 C.F. 409336 409336 409336 409336 Timişoara, nr. cad. A282/3 70000mp

    N

    7.00 7.00

    30.00

    9.00

    20.00

    48.50

    100. 00

    50.98

    25. 00

    6 .0 0

    6 .0 0

    5 .5 05.5

    0

    25.00

    27.00 5.00

    23.50

    63.00

    4.504.50

    79.50

    83.56

    160. 01

    153. 63

    9.00

    142. 37

    140. 00

    138. 80

    81.57

    2.00

    2.00

    81.56

    83.56

    160. 00

    155. 01

    9.00

    86.0 0

    54.9 9

    140. 00

    142. 92

    426. 53

    10.00

    10.0 0

    10.0 0

    9.00

    1. 00 1. 50

    4. 50 7. 00

    7.00 7.00

    12.0 0

    10.00

    9.00

    9.00

    9.00

    9.00

    9.00

    9.00

    12.0 0

    10.00

    10.0 0

    10.0 0

    R14.00

    R9.00

    R9.00

    R12.00

    R12.00

    R 12.00

    R 12.00

    R 12.00

    R 12.00

    R 12.00

    R 12.00

    R 12.00

    R 12.00

    R 12.00

    R 12.00

    R 12.00

    R 12.00 R 12.00

    P T T3

    P T T3

    PTT 2

    PTT 2

    PTT 1

    PTT 1

    extindere parcare

    etapa II

    bucla in toarcer

    e autob uze eta

    pa II

    parcare etapa

    I

    fig.34 Podet proiectat

    S=3 843

    ,81 mp

    HA LA

    A28 2/4/1

    D e241

    /7

    D e272

    A282/1/c

    A282 /2

    S=2.2925ha

    S=7. 00ha

    De2 41/6

    A282/1/b

    S=0. 50ha

    S=5 .25h

    a

    A282/1/a CEN

    TRU CO

    MER CIAL

    2

    Sup .127

    00m p

    S=4. 50ha

    A28 2/3

    S=2.2925ha

    S=2.2925ha

    S=4 .10h

    a

    90.49

    92.62

    92.78

    92.49

    S=5.64ha

    S=7.17ha Cc274/1/1

    92.62

    A274/1/7 S=1.75ha

    92.65

    91.61

    92.21

    A274/1/6 S=1.70ha

    92.73

    92.11

    92.46

    S=1.87ha A274/1/5

    92.9

    92.92

    92.91

    S=4.16ha A274/1/4

    92.96

    92.88

    92.7

    S=4.10ha A274/1/3

    92.59

    92.28

    Cc274/1/2

    91.91

    91.89

    91.8

    91.85

    92.73

    92.85

    92.67

    92.65

    92.58

    92.41

    92.51

    92.36

    92.39

    92.39

    92.3

    92.24

    92.29

    92.03

    91.94

    92.06

    92.02

    92.41

    92.80

    92.54

    92.34

    90.29

    90.67

    90.33

    90.45

    92.46

    92.48

    92.78

    92.58

    92.48

    92.67

    92.79

    92.82

    92.54

    92.5

    92.61

    92.53

    92.53

    92.39

    92.58

    92.42

    92.57

    92.93

    93.06

    92.91

    92.83

    92.69

    92.67

    92.91

    92.74

    91.87

    91.78

    92.31

    92.61

    92.43

    92.77

    92.67

    90.3

    92.27

    92.2

    92.44

    A268/3

    A268/4

    1

    25

    21

    1

    34

    1

    1

    21

    1

    13

    1

    20

    48

    41

    1

    41

    1 33

    1

    23

    1

    Km 11 +9 85

    Km 11 +9 85

    Sem i-hea

    vy ty pe

    Meta llic g

    uard rail

    Tip s emig

    reu Para

    pete met

    alic

    Km 12 +0 51

    C alea A

    radului

    Tip s emig

    reu Para

    pete meta

    lic

    Bre tea

    cole ctoa

    reCE NTU

    RA TIM

    ISO ARA

    Bre tea

    cole ctoa

    re

    92.35

    Hcn269

    92.05

    90.4

    B R E T E A LAT

    E R A LA 92.06

    91.19

    93.03

    92.25

    91.1

    92.36

    92.45

    91.44

    92.73

    92.85

    92.74

    91.52

    91.87

    92.79

    92.14

    91.05

    92.01

    91.96 92.15

    92.37

    92.25

    92.19

    93.52

    93.56

    93.16

    93.14 93.14

    92.96 92.83

    92.42 92.50

    92.55 92.37

    91.15

    90.76

    90.86

    92.46

    92.43

    92.27

    92.27

    92.34

    92.13

    92.10

    92.54

    92.44

    92.36

    92.31

    92.13

    92.32

    92.59

    92.34

    92.28

    92.32

    92.45

    92.48

    94.49

    92.27

    93.42

    94.12

    92.93

    93.38

    93.19

    93.41

    92.74

    93.12

    92.92

    92.95

    92.43

    93.16 92.87

    93.08

    93.07 92.9

    93.18

    93.4

    93.12

    93.15

    93.07

    92.97

    92.84

    92.8

    92.87

    93.11

    93.14

    92.48

    92.61

    92.52

    92.53

    92.41

    92.34

    92.43

    92.61

    92.48

    92.38

    93.08

    92.50

    92.75

    92.69

    92.88

    92.8

    93.03

    92.88

    92.78

    92.86

    92.98

    92.72

    92.52

    92.49

    92.57

    92.53

    92.45

    92.39

    92.46

    92.42

    92.13

    92.65

    92.76

    92.65

    92.63

    92.69

    92.59

    92.77

    92.75

    92.98

    300ST

    200ST

    H cn 269

    D N (69)283

    spre Tim isoara

    D E M O TO

    R S .R .L.

    204300

    204400

    204500

    204600

    204700

    204800

    204900

    205000

    205100

    486900 486900 486900 486900 486900 486900 486900204300

    204400

    204500

    204600

    204700

    204800

    205100

    204300

    204400

    204500

    204600

    204700

    204800

    204900

    205000

    205100

    204300

    204400

    204500

    204600

    204700

    204800

    204900

    205000

    205100

    204300

    204400

    204500

    204600

    204700

    204800

    204900

    205000

    205100

    204300

    204400

    204500

    204600

    204700

    204800

    204900

    205000

    205100

    486800

    486700

    486600

    486500

    486800

    486700

    486600

    486500

    486800

    486700

    486600

    486500

    486800

    486700

    486600

    486500

    486800

    486700

    486600

    486500

    486800

    486700

    486600

    486500

    486800

    486700

    486600

    486500

    486800

    486700

    486600

    486500

    486800

    486700

    486600

    486500

    10%

    1%

    6%

    B R E T E A U A 1 L I N K R O A D 1

    PT T1

    PT T1

    PTT2

    PTT2

    R=10 00m

    v=60 km/h

    C1/1

    S = 1.81ha

    Hcn 275

    De 27 2

    S=855mp

    S=290mp

    Settl eme

    nt tan k

    Bazi n dec

    anto r

    HC n2 71

    D e266/1

    D e266/3

    De26 6/2

    A2 65 /3

    S= 1. 65 ha

    L=8. 00m Km

    12 +0 05

    Km 11 +9 97

    L=16 .00m

    Bazin dec

    antor

    Settl eme

    nt tan k

    Km 12 +0 00 Km 11 +9 84

    Pode t pre

    fabric at L=

    4.00 m

    Prec ast c

    ulver t L=4

    .00m

    Sant pam

    ant

    Earth ditch

    S=7 .17h

    a

    S=5 .64h

    a

    A265 /2

    A274/1

    S=26.36ha

    S=1 .85h

    a

    S=9 .17h

    a

    A282/1/d

    PAR CAR

    E 5 60m

    p

    PAR CAR

    E 5 60m

    p

    PAR CAR

    E 5 60m

    p

    PAR CAR

    E 5 60m

    p

    HAL A

    DEP OZI

    TAR E

    TIP 1

    157m X 7

    0m

    Sup .=11

    .000 mp

    PAR CAR

    E 5 60m

    p

    PAR CAR

    E 5 60m

    p

    PAR CAR

    E 5 60m

    p

    PAR CAR

    E 5 60m

    p

    PAR CAR

    E 5 60m

    p

    PAR CAR

    E 5 60m

    p

    HAL A

    DEP OZI

    TAR E

    TIP 1

    157m X 7

    0m

    Sup .=11

    .000 mp

    PAR CAR

    E 5 60m

    p

    PAR CAR

    E 5 60m

    p

    CEN TRU

    COM ERC

    IAL 1

    P+1

    Sup .475

    0mp

    R A M P A D E IN C A R C A R E - D E S C A R C A R E

    Hcn2 75

    Hcn2 75

    Hcn2 75

    Hcn2 71

    Hc n2 71

    S = 0 .7 6 h a

    S = 1 .6 2 h a

    H c